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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹58.7 LAccepted-AOC | 1 | Accepted-AOC 1st lowest | |
| 2 | 2₹58.7 L+₹4,156.95 (0.07%)Rejected-AOC | 2 | Rejected-AOC 2nd lowest | |
| 3 | 3₹61.4 L+₹2.7 L (4.60%)Rejected-AOC KORATHARA KANNADY P O PULINCUNNOO ALAPPUZHA | PULINCUNNOO | ALAPPUZHA | KERALA | 3 | Rejected-AOC 3rd lowest | |
| 4 | 4₹62.4 L+₹3.8 L (6.39%)Rejected-AOC | 4 | Rejected-AOC 4th lowest | |
| 5 | 5₹62.6 L+₹3.9 L (6.64%)Rejected-AOC | 5 | Rejected-AOC 5th lowest |
Tender Value
₹66.0 L
EMD Value
₹50,000
Closing Date
13 Jan 2025, 5:00 pmClosed
Project Engineer Alappuzha
Office of the Project Engineer Alappuzha 28/747 Sabari Gardens Chandanakavu Alappuzha- 688011
Renovation of pond
2025_KLDC_722300_1
KLDC/ALP/PE/2024-25/02(3)
Open Tender
Civil Works - Others
Item Rate
540 days
Ward No 15 of Muhamma Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,950
Yes
₹50,000
Yes
17 Mar 2025
3 Jan 2025
16 Jan 2025
3 Jan 2025
13 Jan 2025
3 Jan 2025
Amount
App. A- Deepening and side protection works
2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared
2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soi
60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
OD35577/2024-2025 Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and packing to compactness to lines and level cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
13.33.1 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
50.6.1.5 Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.2 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size
10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
11.20.1 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
60.7.3 DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
JIJOMON A G (BID ID -2058639)
Thomas Joseph (BID ID -2059235)
C A SHAJI (BID ID -2057662)
BIJUMON N (BID ID -2059247)
ANIL V VARGHESE (BID ID -2059053)
Bidder Name
SHAFEEQ C.A
C A SHAJI
ANIL V VARGHESE
Thomas Joseph
BIJUMON N
JIJOMON A G
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1145138.pdf
boq_comp_chart.xlsx
xlsx
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